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A New Index for Estimating the Improved Depth of Dynamic Compaction

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成果类型:
期刊论文
作者:
Li, Xi;Lu, Yunbin;Qian, Guoping;Yang, Hui;Yu, Huanan;...
通讯作者:
Qian, GP
作者机构:
[Lu, Yunbin; Qian, Guoping; Yu, Huanan; Li, Xi] Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Changsha 410114, Peoples R China.
[Yang, Hui] Shanghai Municipal Engn Design & Res Inst Grp Co L, Changsha 410005, Peoples R China.
[Wang, Hao] Ecole Ponts Paris Tech, Lab Navier, CERMES, F-77455 Paris, France.
[Zhu, Zhehao] Shanghai Normal Univ, Dept Civil Engn, Shanghai 201418, Peoples R China.
通讯机构:
[Qian, GP ] C
Changsha Univ Sci & Technol, Sch Traff & Transportat Engn, Changsha 410114, Peoples R China.
语种:
英文
关键词:
Analysis (by type);Compacted soils;Continuum mechanics;Dynamic loads;Dynamics (solid mechanics);Engineering fundamentals;Engineering mechanics;Field tests;Fine-grained soils;Foundations;Geomechanics;Geotechnical engineering;Material mechanics;Material properties;Materials engineering;Mechanical properties;Numerical analysis;Soil analysis;Soil mechanics;Soil properties;Soils (by type);Solid mechanics;Structural dynamics;Tests (by type)
期刊:
International Journal of Geomechanics
ISSN:
1532-3641
年:
2024
卷:
24
期:
3
页码:
06023027
基金类别:
National Key R&D Program of China [2018YFB1600100]; National Natural Science Foundation of China [51908066, 52278435]; China Scholarship Council
机构署名:
本校为第一且通讯机构
院系归属:
交通运输工程学院
摘要:
Improved depth is of fundamental importance for earth-filled foundations with dynamic compaction (DC) and is closely relevant to the mechanical characteristics of earth fillers under impact load. This study carried out numerical DC tests on fine-grained soil to estimate the improved depth more easily and accurately. The filler's multiscale responses, including crater depth and porosity, were evaluated. Results showed that a heavier tamper weight with a lower drop distance was relatively more efficient in densifying soil fillers, although the tamping energy (MH1.0) and tamping momentum (MH0.5) ...

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